Amend1 - C3.1.Util Plan PH I.pdf
PDF 1 MB Posted
- Attached to
- USFS Sisters Storage Building Federal contract opportunity
- Solicitation number
- 1240BH22R0014
About this file
This utility plan and related federal contract solicitation provide details for a US Forest Service storage building project. The utility plan outlines storm drain, sanitary sewer, and waterline installation for the project site, including pipe sizes, cleanouts, lateral connections, and manhole locations. The federal contract solicitation seeks proposals for construction of the USFS Sisters Storage Building, with a pre-proposal conference scheduled for 1 June 2022 to provide site details. The opportunity is designated for the US Department of Agriculture Forest Service Region 6 and proposals are due by 18 May 2022. Relevant project details are included to inform potential offerors on requirements for responsive proposals.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 5.pdf | ||
| Amendment 4.pdf | ||
| Amend4 - Equipment Removal List for Sisters Ranger District.pdf | ||
| Amendment 3.pdf | ||
| Amend3 - 07 25 00-RIB-Weather Barriers-06-20-2022.pdf | ||
| Amend2 - P002 - SCHEDULES - PLUMBING.pdf | ||
| Amendment 2.pdf | ||
| Amendment 1.pdf | ||
| Amend1 - E100 - SITE PLAN - ELECTRICAL.pdf | ||
| Amend1 - T100 - SITE PLAN - TECHNOLOGY.pdf | ||
| Amend1 - Exhibit 01.pdf | ||
| Amend1 - E501 - SINGLE LINE DIAGRAMS - ELECTRICAL.pdf | ||
| Specifications.pdf | ||
| Drawings.pdf | ||
| CompleteSolicitation.pdf |
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Text version
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COPYRIGHT 2022
STEELE ASSOCIATES
ARCHITECTS
All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.
JOB NO.
DATE
DRAWN BY CHECKED BY
SHEET NO.
5 4 3 2 1
D
C
B
A
D
C
B
A
5 4 3 2 1
OREGON
80067PE
EXPIRES: 12/31/2022
SEAN C. PASSAGE
SEPT . 11, 2018
E N G I N E ER
RE
GI
ST
E EDPROFESSIONAL
R
0 10 25 50 75 100 150
SCALE: 1" = 50'
EXISTING
FIRE HYDRANT
ASSEMBLY
EXISTING SANITARY
SEWER MAIN
EXISTING
WATER MAIN
EXISTING
ABANDONED
4" WATER LINE
EXISTING SANITARY
SEWER MAIN
EXISTING
WATER MAIN
S A N T I A M HW Y 2 0
W MAIN AVE
W ADAMS AVE
N P
IN
E
S T
PROPERTY BOUNDARY
PROPOSED SEWER LINE
(SIZE AS NOTED)
PROPOSED WATER LINE
(SIZE AS NOTED)
ALIGNMENT NAME
PROPOSED SHARED UTILITY TRENCH
(SEE ELECTRICAL (E-) AND TECHNOLOGY (T-) SHEETS FOR SIZE AND
NUMBER OF CONDUIT
PROPOSED UNDERGROUND COMMUNICATION TRENCH
(SEE TECHNOLOGY (T-) SHEETS FOR SIZE AND NUMBER OF CONDUIT)
PROPOSED UNDERGROUND POWER TRENCH
(SEE ELECTRICAL (E-) SHEETS FOR SIZE AND NUMBER OF CONDUIT)
UTILITY LEGEND
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
PROPERTY
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1. ALL PUBLIC UTILITIES SHALL BE IN CONFORMANCE WITH CITY OF SISTERS
STANDARDS AND SPECIFICATIONS.
2. ALL PRIVATE UTILITIES SHALL BE IN CONFORMANCE WITH THESE PLANS, PROJECT
SPECIFICATIONS, AND 2021 OREGON PLUMBING SPECIALTY CODE (OPSC).
3. ALL SANITARY SEWER PIPING UNDER COVERED PORCHES, OR WITHIN 5' OF THE
BUILDING SHALL BE OF MATERIALS IN CONFORMANCE WITH THE PLUMBING CODE.
ALL OTHER SEWER PIPING SHALL BE PVC ASTM D3034.
4. ALL STORM SEWER PIPING IN COMMON TRENCHES WITH WATER, OR LOCATED UNDER
PORCHES, OR WITHIN 5' OF THE BUILDING SHALL BE SCH-40 OR ABS, PER 2021
OREGON SPECIALTY PLUMBING CODE. ALL OTHER STORM SEWER PIPING SHALL BE
PVC ASTM D3034, UNLESS NOTED OTHERWISE.
5. PER 2021 OPSC 314.4, EXCAVATIONS SHALL BE COMPLETELY BACKFILLED AS SOON
AFTER INSPECTION AS PRACTICABLE. PRECAUTION SHALL BE TAKEN TO ENSURE
COMPACTNESS OF BACKFILL AROUND PIPING WITHOUT DAMAGE TO SUCH PIPING.
TRENCHES SHALL BE BACKFILLED IN THIN LAYERS TO 12 INCHES (305 mm) ABOVE THE
TOP OF THE PIPING WITH CLEAN EARTH, WHICH SHALL NOT CONTAIN STONES,
BOULDERS, CINDERFILL, FROZEN EARTH, CONSTRUCTION DEBRIS, OR OTHER
MATERIALS THAT WILL DAMAGE OR BREAK THE PIPING OR CAUSE CORROSIVE
ACTION...FILL SHALL BE PROPERLY COMPACTED. PRECAUTIONS SHALL BE TAKEN TO
ENSURE PERMANENT STABILITY FOR PIPE LAID IN FILLED OR MADE GROUND.
6. ALL STORM DRAIN PIPING AND FITTINGS SHALL MEET THE 2021 OPSC AND BE THE
SAME AS SPECIFIED FOR SANITARY SEWERS IN SECTION 715.0 AND STORM DRAINAGE
IN SECTION 1101.4 OF THE OPSC.
7. CLEANOUTS SHALL BE INSTALLED AT INTERVALS NOT TO EXCEED 100' IN STRAIGHT
RUNS AND FOR EACH AGGREGATE HORIZONTAL CHANGE IN DIRECTION EXCEEDING
135 DEGREES PER 2021 OSPC 719.0 & 1101.13.
8. BUILDING DOWNSPOUTS SHALL DISCHARGE ROOF STORMWATER RUNOFF TO
PROPOSED DRAINAGE SWALES AS SHOWN.
9. PER OPSC 718.1, BUILDING SEWERS SHALL BE RUN IN PRACTICAL ALIGNMENT AND AT
A UNIFORM SLOPE OF NOT LESS THAN 1/4 INCH PER FOOT (20.8 mm/m) TOWARD THE
POINT OF DISPOSAL. EXCEPTION: WHERE APPROVED BY THE BUILDING OFFICIAL AND
WHERE IT IS IMPRACTICAL, DUE TO THE DEPTH OF THE STREET SEWER OR TO THE
STRUCTURAL FEATURES OR TO THE ARRANGEMENT OF A BUILDING OR STRUCTURE,
TO OBTAIN A SLOPE OF 1/4 INCH PER FOOT (20.8 mm/m), SUCH PIPE OR PIPING 4 INCHES (100 mm) THROUGH 6 INCHES (150 mm) SHALL BE PERMITTED TO HAVE A SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT (10.4 mm/m) AND SUCH PIPING 8 INCHES (200 mm) AND LARGER SHALL BE PERMITTED TO HAVE A SLOPE OF NOT LESS THAN 1/16 INCH PER FOOT (5.2 mm/m) PER 2021 OPSC 718.1.
10. ALL SEWER DIMENSIONS AND SLOPES SHOWN ARE TO CENTER OF MANHOLE.
11. STATION AND OFFSETS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
12. SEE ELECTRICAL PLANS FOR SITE LIGHTING (POLE LOCATIONS AND ASSOCIATED
CONDUIT ROUTING).
13. SEE ELECTRICAL (E- SHEETS) AND TECHNOLOGY (T-SHEETS) PLANS FOR VAULT
DETAILS.
UTILITY NOTES
STORM DRAIN TRENCH PER DETAIL 1/C5.2
STA 0+42.05, 0.00'RT "STORM-1"
INSTALL 8" PIPE OUTFALL - 1
(SEE DETAIL 4/C5.4)
STA 0+75.75, 0.00'RT "STORM-1"
INSTALL 8" 45° ELBOW - 1
STA 1+29.53, 0.00'RT "STORM-1"
INSTALL 8"x8" WYE - 1
INSTALL 8" 45° ELBOW - 1
INSTALL 8" CLEANOUT ASSEMBLY - 1
INSTALL 8"x4" WYE - 1
(SEE DETAILS 1/C5.4 & 2/C5.4)
STA 1+76.94, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 2+06.32, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 2+09.97, 0.00'RT "STORM-1"
INSTALL 8"x8" ELBOWS - 2
INSTALL 8" CLEANOUT ASSEMBLY - 1
(SEE DETAIL 1/C5.4)
STA 2+18.47, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
INSTALL 4" 45° ELBOW - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 2+23.21, 0.00'RT "STORM-1"
INSTALL 8"x8" ELBOWS - 2
INSTALL 8" CLEANOUT ASSEMBLY - 1
(SEE DETAIL 1/C5.4)
STA 2+53.58, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 2+61.33, 0.00'RT "STORM-1"
INSTALL 8" ELBOWS - 2
STA 2+82.09, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 3+08.35, 0.00'RT "STORM-1"
INSTALL 8"x4" WYE - 1
INSTALL 8" CLEANOUT ASSEMBLY - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAILS 1/C5.4 & 2/C5.4)
STA 0+69.89, 0.00'RT "STORM-2"
INSTALL 8" ELBOWS - 2
STA 0+79.22, 0.00'RT "STORM-2"
INSTALL 8"x4" WYE - 1
INSTALL 8" CLEANOUT ASSEMBLY - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAILS 1/C5.4 & 2/C5.4)
STA 1+10.56, 0.00'RT "STORM-2"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 1+37.18, 0.00'RT "STORM-2"
INSTALL 8"x8" WYE - 1 INSTALL 8"x4" WYE - 1
INSTALL 8" CLEANOUT ASSEMBLY - 1
INSTALL 8" 45° ELBOW - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAILS 1/C5.4 & 2/C5.4)
STA 1+52.23, 0.00'RT "STORM-2"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STA 1+56.90, 0.00'RT "STORM-2"
INSTALL 8" ELBOWS - 2
STA 1+81.45, 0.00'RT "STORM-2"
INSTALL 8"x4" WYE - 1
CONSTRUCT 4" SD LATERAL TO BLDG DOWNSPOUT
@ MIN. SLOPE OF 2.0%
(SEE DETAIL 2/C5.4)
STORM DRAIN KEY NOTES
NOTE:
SANITARY SEWER TRENCH PER DETAIL 1/C5.2
STA 2+39.52, 0.00'RT "SEWER-1"
INSTALL 6" 45° ELBOW - 1
CONNECT 6" PIPE TO EXISTING 6" SEWER
STA 2+99.28, 0.00'RT "SEWER-1"
INSTALL 6"x4" WYE - 1
INSTALL 4" 45° ELBOW - 1
(SEE DETAIL 2/C5.4)
CONNECT 4" SEWER LATERAL TO BLDG
(COORDINATE WITH PLUMBING SHEET P100)
STA 3+11.47, 0.00'RT "SEWER-1"
INSTALL 6"x6" WYE - 1
INSTALL 6" 45° ELBOW - 1
INSTALL CLEANOUT ASSEMBLY
(SEE DETAIL 1/C5.4)
STA 4+17.27, 0.00'RT "SEWER-1"
INSTALL 6" 45° ELBOW - 1
CONNECT 6" PIPE TO EXISTING 6" SEWER
STA 0+09.97, 1.94'LT "SEWER-2"
INSTALL 6"x4" WYE - 1
INSTALL 4" 45° ELBOW - 1
(SEE DETAIL 2/C5.4)
STA 0+52.54, 0.00'RT "SEWER-2"
INSTALL 4" 45° ELBOW - 1
STA 0+84.22, 0.00'RT "SEWER-2"
INSTALL 4" 45° ELBOW - 1
CONNECT 4" PIPE TO EXISTING 4" SEWER
STA 2+50.55, 0.00'RT "SEWER-1"
INSTALL 6"x4" WYE - 1
INSTALL 4" OIL/WATER SEPARATOR LINE TO
SAND/OIL INTERCEPTOR AS SHOWN.
(SEE PLUMBING SHEET P100 FOR CONTINUATION)
SANITARY SEWER KEY NOTES
NOTE:
"WATER-2"
"W
ATER-1"
WATERLINE TRENCH PER DETAIL 2/C5.2
STA 0+23.94, 0.00'RT "WATER-1"
INSTALL 2"x2" TEE - 1
INSTALL 2" GATE VALVE - 1
STA 0+77.44, 0.00'RT "WATER-1"
INSTALL 2" 22.5° ELBOW - 1
INSTALL 2" 45° ELBOW - 1
STA 0+89.44, 0.00'RT "WATER-1"
CONNECT 2" DOMESTIC WATER TO BUILDING
(COORDINATE WITH PLUMBING SHEET P100)
STA 0+49.15, 0.00'RT "WATER-2"
INSTALL WATER FILL STATION - 1
(SEE DETAIL 3/C5.4)
STA 0+08.79, 0.00'RT "WATER-2"
INSTALL 2"x2" TEE - 1
INSTALL 2" GATE VALVE - 1
INSTALL 3"x2" REDUCER - 1
WATER KEY NOTES
NOTE:
2 3
"STORM-1"
"STORM-2"
4 13
14 15
6 7
"S
EW
ER
-1
"SEWER-2"
CONTRACTOR SHALL POTHOLE AND VERIFY
EXISTING SEWER LATERAL LINE SIZE AND
DEPTHS AT PROPOSED POINTS OF
CONNECTION. CONTRACTOR SHALL NOTIFY
CONTRACTING OFFICER OF FINDINGS PRIOR
TO ANY SEWER LINE CONSTRUCTION, TYP.
(ASSUMED 6-INCH SS LATERAL PER
MANHOLE DIP INFORMATION)
CONTRACTOR SHALL POTHOLE AND VERIFY
EXISTING SEWER LATERAL LINE SIZE AND
DEPTHS AT PROPOSED POINTS OF
CONNECTION. CONTRACTOR SHALL NOTIFY
CONTRACTING OFFICER OF FINDINGS PRIOR
TO ANY SEWER LINE CONSTRUCTION, TYP.
CONTRACTOR SHALL POTHOLE AND VERIFY
EXISTING SEWER LATERAL LINE SIZE AND
DEPTHS AT PROPOSED POINTS OF
CONNECTION. CONTRACTOR SHALL NOTIFY
CONTRACTING OFFICER OF FINDINGS PRIOR
TO ANY SEWER LINE CONSTRUCTION, TYP.
SEE ELECTRICAL
SHEETS FOR VAULT
DETAILS
SEE ELECTRICAL
SHEETS FOR JUNCTION
DETAILS
SEE ELECTRICAL
SHEETS FOR JUNCTION
DETAILS
2" WM & DCVA
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